Cost Estimates Part 1 Flashcards

1
Q

are prepared throughout the planning, design,
and construction phases of a construction
project

A

COST ESTIMATES

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2
Q

is a major factor in most decisions regarding

construction,

A

COST

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3
Q

TYPES OF CONTRACTS

A

OF CONTRACT

  1. Unit Price
  2. Cost Plus
  3. Lump Sum
  4. Target Cost
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4
Q

 Factors favoring the use of a specific contract

A
  • Providing incentive for efficient performance
  • Introducing changes during construction
  • Allocation of risk between owner & contractor
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5
Q

The contractor set a price for each item; the owner

doesn’t know the details of each item pricing

A

UNIT PRICE (Admeasurements Contract)

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6
Q

can be used when little or no changes are

expected, level of risk is low and quantifiable

A

UNIT PRICE (Admeasurements Contract)

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7
Q

A single tendered price is given for the completion

of specified work

A

LUMP SUM

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8
Q
  • Payment may be staged at intervals on the

completion

A

LUMP SUM

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9
Q

This contract may be used for a turnkey

construction

A

LUMP SUM

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10
Q

The contractor is reimbursed for actual cost plus a

special fee for head office overheads and profit

A

COST PLUS/ COST-REIMBURSIBLE CONTRACT

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11
Q

The fee may be a fixed amount or a percentage of

actual costs

A

COST PLUS/ COST-REIMBURSIBLE CONTRACT

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12
Q

May be used when the client wishes to be involved

in contract management

A

TARGET COST CONTRACT

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13
Q
  • is the compilation of all the costs of
    the elements of a project within an agreed upon
    project scope.
A

ESTIMATING

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14
Q

 It is the production of a statement of the
approximate quantity of materials, time and costs
to perform construction decisions

A

ESTIMATING

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15
Q

is to produce an
accurate, cost effective prediction of what a project
will most likely cost and it needs to be done in
different manners at different stages

A

objective of cost estimate

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16
Q

the degree of approximation is even greater
because of the difficulty in predicting all the
probabilities of items such as labor productivity and site
conditions

A

Pricing

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17
Q

Two activities are involved when carrying out an

estimate:

A

Measurement and Pricing

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18
Q

There are two distinct tasks in estimating: (Purpose)

A

To determine the probable real cost of the project
 To determine the probable real time to build the
project

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19
Q

The person who prepares estimates in the planning,

design, and perhaps construction stages

A

ESTIMATOR / QUANTITY SURVEYOR

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20
Q

He or she must also be knowledgeable of the
expected life of construction materials, accounting,
taxation, law, economics, and awareness of
engineering design

A

ESTIMATOR / QUANTITY SURVEYOR

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21
Q

The following factors affect the accuracy of cost

estimates:

A
  1. Site, location and accessibility
  2. Subsurface and soil conditions
  3. Time and season
  4. Climatic conditions
  5. Wage agreements
  6. Market prices of basic materials
  7. The demand for construction
22
Q

_____ should have a thorough knowledge of
building trades and types of construction and
methods of construction

A

 Estimator

23
Q

The costs that spent on a specific activity or project can

be classified as:

A
Fixed cost
Time-related cost
Quantity-proportional cost
Project direct costs
Project indirect costs
24
Q

 The principal components of a contractor’s costs

and expenses result from the use of______________________________

A

labors,

materials, equipment, and subcontractors

25
Additional general overhead cost components | include
taxes, premiums on bonds and insurance, | and interest on loans.
26
costs that spent once at specific point of time
Fixed cost:
27
costs spent along the activity duration | e.g., labor wages, equipment rental costs, etc.
Time-related cost:
28
costs changes with the quantities | e.g., material cost
Quantity-proportional cost:
29
These costs are estimates based on detailed analysis of contract activities, the site conditions, resources productivity data, and the method of construction being used for each activity
Project Direct Costs
30
Indirect costs comprises
project (site)overheads and general (head-office) | overheads
31
The cost of items that cannot be directly | charged to a specific work element
• Project overheads
32
It includes site utilities, supervisors, parking, | offices, workshops, stores, first aid facility
• Project overheads
33
The costs that cannot be directly attributed to | a specific project
General Overheads
34
They represent the cost of the head-office expenses, mangers, directors, design engineers, schedulers, etc.
General Overheads
35
3 Major Types of Cost Estimate
1- Conceptual cost estimates 2. Semi detailed cost estimates 3. Detailed cost estimates
36
are developed using incomplete project | documentation;
1- Conceptual cost estimates
37
are prepared when parts of the project have | been completely designed;
2- Semi-detailed cost estimates
38
are prepared based on fully developed | construction drawings and specifications
3- Detailed cost estimates
39
Prepared with very little information, relying on | historical data
1- Conceptual cost estimates
40
usually made without detailed design and | engineering data
1- Conceptual cost estimates
41
also defined as approximate estimate and used to | know the budget for a project
1- Conceptual cost estimates
42
Used to verify that the project can be constructed | at its intended scope within the owner's budget
Semi-detailed Estimate
43
The time taken to prepare this type of estimates | is longer, but the accuracy is greater
Design Estimate
44
The estimate in this stage will be based on a | design that is 60% complete
Design Estimate
45
The estimate at this stage is a tool used to verify that the design is within the owner’s budget, and to identify any good cost saving ideas
Design Estimate
46
necessary to perform a | cost estimate
Quantity Take-off
47
is the number of units of work produced by a unit of equipment or a person in a specified unit of time
Production Rates
48
 Initial (preliminary) estimate of the project costs at the different stages of the project  Preparing the BOQ as a requirement of the contract documents  Estimating the work done for issuing the contractor payments
Quantity Take-off: | Owner perspective:
49
 Pricing different work items  Identifying the needed resources (Labor, Equipment, etc.)  Project schedule  Preparing invoices for work done  Subcontractors payments  Review and control of crews production rate
Quantity Take-off: | Contractor perspective:
50
Units of Measurements
``` Each length area volume weight lump sum effort ```
51
Measuring units
``` cubic meter square meter linear meter number lump sum ```
52
``` Lump sum(L.S.) Used for items such as: ```
Manholes - Lifts - Item is subcontracted when the contractor does not have enough experience to construct it or there is an item which has a small quantities of many work items, such as manholes.